To prevent fatigue failure of members in steel bridges, one usually needs to perform frequent periodic bridge inspections and employ detailed inspection methods. This is especially true for fracture-critical members or details. Carrying out these inspections puts a large burden on a transportation agency’s bridge maintenance budget. A systematic reliabilitybased method for inspection scheduling is proposed to yield the most economical inspection strategy for steel bridges that, at the same time, guarantees an acceptable safety level through the planned service life. A methodology is presented for evaluating the fatigue reliability of a specified detail classified according to AASHTO fatigue categories. A Miner’s rule approach is used to evaluate the fatigue reliability. The inspection scheduling problem is modeled as an optimization problem with a welldefined objective function that includes the total expected cost of inspection, repair, and failure formulated on the basis of an event tree framework and appropriate constraints in inspection intervals and minimum (target) structural reliability. An optimal inspection-scheduling plan can thus be obtained for any specified fatigue details (fracture-critical details) in steel bridges. Examples presented demonstrate the advantage of the reliabilitybased optimal inspection scheduling in cost saving and structural reliability control over alternative periodic inspection plans. Two numerical examples for a steel bridge in Texas are presented to demonstrate the proposed reliability-based optimal inspection scheduling.


    Access

    Download

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Reliability-Based Optimal Inspection for Fracture-Critical Steel Bridge Members


    Additional title:

    Transportation Research Record


    Contributors:


    Publication date :

    2003-01-01




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English




    Reclassifying Fracture Critical Members (Non-Redundant Steel Tension Members) to System Redundant Members in a Steel Arch Bridge

    Mosavi, Ardalan / Yuan, Hao / Tatarsky, Marc et al. | Transportation Research Record | 2022


    Bridge service life estimation considering inspection reliability

    Jeong, Yoseok / Kim, WooSeok / Lee, Ilkeun et al. | Online Contents | 2017


    Bridge service life estimation considering inspection reliability

    Jeong, Yoseok / Kim, WooSeok / Lee, Ilkeun et al. | Springer Verlag | 2016


    Reliability based optimal inspection schedule for corroded pipeline

    Hong, H. P. / Canadian Society for Civil Engineering | British Library Conference Proceedings | 1998